Case based structural health monitoring analysis of Chun Xian wharf in Hangzhou

摘要

This paper discusses the work principle, damage mechanism and monitoring factors of high-pile wharf; then based on the structural health monitoring project of Chun Xian wharf, introduces the monitoring poles deployment of inclinometer, analyzes the dynamic data from continuous monitoring, figures the displacement-depth curve of each monitoring pole to present the real-time displacement status of soil structure. This paper also presents the limitation of inclinometer according to the problems occurred during operation. Finally the statistics test method of inclinometer data error analysis is discussed.